the azimuth from north of traverse line AB is 225°00'. If the succeeding line BC has a bearing of S 30°00'E, what is the deflection angle of atation B?

Q: the magnetic azimuth reckomed from north of a line is 205'40'. if the magnetic declinination if…

A: Given data- Magnetic azimuth=205o40'Magnetic declination=3o15' eastTo Find-True bearing of the line.

Q: N68 15'E N78 55'w $56°42'w 2 23*28'E M,00,E S32*03'E

A: From the given bearings determining the whole circle bearing:

Q: For a highway curve, R will be rounded off to the nearest multıple of 10 m. Field measurements show…

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Q: The following Bearing taken on a closed compass. LINE FORWARD BEARING BACKWARD BEARING АВ S37°30'E…

A: Sketch of the closed traverse Find Interior angles ∠A = Forward bearing of AB + Back bearing of…

Q: The azimuth from north of traverse line AB is 225 degrees and 00". If the succeeding line BC has a…

A: Given: The azimuth of traverse line AB is 225o. The bearing of line BC is S 30o E.

Q: Can we not assume, since we EF azimuth is given

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Q: A field is in the form of a regular quadrilateral. The magnetic meridian of side AB is N 33deg 20min…

A: Angles and lengths are the fundamental estimations in studying. Points in studying are delegated…

Q: The top of the mast signal 1750m away was sighted through a transit with recorded vertical angle of…

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Q: The azimuth of a five sided traverse are as follows: AB = 241°, BC = 22°, CD = 158°, DE = 64° and EA…

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Q: S 36 deg W is converted to an azimuth of A 206 deg B) 316 deg 306 deg D 216 deg

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Q: . Given the observed magnetic bearings (forward and backward) of a closed compass Faverse Observed…

A: A) Calculating the misclosure of the given transvers : Misclosure=∑BB-∑FB

Q: The magnetic bearing of line XY was observed to be S 31° W, when the declination was 2° E. Point Z…

A:

Q: Four hills A, B, C and D are in straight line. The elevations are A = 247 m., B = 236 m., C = 314…

A: Given: Elevation of A = A = 247 m. Elevation of B = 236 m Elevation of C = 314 m Elevation of D =…

Q: Given a closed clockwise traverse ABCD. The Azimuth of AB is 0°00'00". The sides AB, BC, CD, and DA…

A: As per our company guidelines we are supposed to answer ?️only first 3️⃣ sub-parts. Kindly repost…

Q: 10"- A

A: Given:- B=10"D=7"b=4"d=3"To find:-Least radius of gyration

Q: A is a point having an elevation of 125.64 m., B and C are points of unknown elevation, B is in…

A: Given:-  A is a point having an elevation of 125.64 m., B and C are points of unknown elevation, B…

Q: 2. The lost ABCDEFGH is a closed traverse (clockwise) in the form of a regular octagon. If the…

A: according to bartleby policy I can answer first 4 questions only. please re-upload the remaining…

Q: During a theodolite traverse, the following observations were made in the field: Calculate the…

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Q: 3- Compute azimuth angels of (BC) and (CD). (AB)=132®.1714 ß1=1438.4121 B2=216°.0089 (BC)=? (CD)=?

A: It is required to find azimuth angle of BC and CD.

Q: A benchmark (RL=20.345m) was observed as a backsight with a staff reading of 1.413m. Calculate the…

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Q: 4. THREE HILLS A,B,& CHAS ELEVATIONS OF 660m, 625m & 600m RESPECTIVELY. B IS IN BETWEEN A & C AND IS…

A: In leveling site, the correction of curvature and refraction is obtained by using the hypothetical…

Q: Convert from a. b. bearing to azimuth. S 25° W N 35° E c. N 20° W

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Q: C. Determine the magnitude of the resultant and its inclinahon 3000 76000 5000 8. B. 4000 SO00 1000…

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Q: Using the table 1. Compute the distance of the line DA.  a. 79.733 b. 87.243 c. 97.634 d. 89.921 2.…

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Q: A line from A to B has a change of easting = +250 ft. and a change of northing = +433.01 ft. What is…

A: Given, Easting of line AB, E = 250 ft. Nothing of line AB, N = 433.01 ft.

Q: the true bearing of an observation is N 36°31'03". The azimuth from the magnetic south of the same…

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Q: The azimuth of line PQ is 293* 30'. The smaller angle between PQ and PR measured clockwise is 75*…

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Q: Three hills A, B and C has elevations of 660 m, 625 m and 606 meters respectively. B is in between A…

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Q: 5) If the horizontal direction from point S to point M is measured to be 12°45'10" and the direction…

A: 5)  Horizontal angle NSM = 179o20'40" - 12o45'10"                                      = 166o35'30"…

Q: determine the(a)deflection angle at station B and C (b)angle to the right or to the left for station…

A: Result :   Deflection Angle of 'B' = 85⁰ Deflection angle of 'C' = 75⁰   Angle to the right of…

Q: Ysing the compass (Bowditch) rule and the azimuths from the north, determine the following: 3.1 the…

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Q: 1.3 What is the azimuth of line AB in Table 1.3. Table 1.3 Line AB ANS Bearing N 36° 47' 12.00" E

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Q: Surveying If the observed fore bearing of line AB is 202° 20', then the back bearing is:

A: Given data- Fore bearing FB=202o20'To Find-The back bearing BB

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.